Summary for Test 2022-09-02-64-7
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 993333 DEA: 04264724 EFIS: 0419000068 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-101-R20.8/27.1 |
| Award Date | 04/26/2022 |
| Closeout Date | Not set |
| Work Description | CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL. |
| Location Description | MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 09/02/2022 | Sample Unique Key | 64 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 09/03/2022 |
| Sample type | Quality Control | A brief description of the sample | concrete |
| The quantity of what the sample constitutes | 25 cubic yards | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Cameron | Last name of sampler or witnessed by | Carlson |
| Title of sampler | lab and field supervisor | Telephone number of sampler | 9259182624 |
| Laboratory sample identification | S22-038 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Shamrock Materials Petaluma | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | SL-4201CG |
|---|---|---|---|
| The truck number from where the sample was collected | 1461 | The batch plant ticket number from where the sample was collected | 427694 |
| Concrete batch plant | Shamrock Materials | The fabricator/manufacturer designation for the sample | Shamrock Materials |
| A detailed description of where the material sample was collected | above bridge abutment at Olive Ave., median highway 101 | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2022-09-02-64
DIME Test ID: 2022-09-02-64-7
Testing Lab: Pavement Engineers
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-10-11
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Michelle Holub
Date of test: 09/02/2022
Apparent mass of submerged cylinder 1: 5.7 lb
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 81135 lb
Maximum load on cylinder 2: 86945 lb
Maximum load on cylinder 3: 83320 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 21 days
Age of specimen in hours: 508 hours
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength (to nearest 10 psi): 6670 psi
Serial number of delivery ticket, if available: 427694
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/11/2022 ✔